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Numerical Investigation of joint Effect on Shockwave Propagation in jointed Rock Masses

机译:节理对节理岩体中激波传播的联合效应数值研究

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To investigate the joint effect on shock wave propagation and attenuation in jointed rock masses, a small-scale field explosion test is analyzed numerically by using the three-dimensional discrete element method (3D DEM) and the three-dimensional finite difference method (3D FDM). Results show that rock joints act as a kind of filter through which only low frequency shock waves are allowed to pass. This indicates that high frequency shock waves do no harm to far-field structures when they have to travel across joint sets with specific spacing. Results also reveal that the orientation of the joint sets can remarkably affect the amplitude and frequency composition of shock waves. Furthermore, as a discontinuous numerical method, 3D DEM can capture the main features of shock waves, and most importantly, it can simulate the 3D effect of rock joints. It can be concluded that in modelling 3D shock wave propagation and attenuation in jointed rock masses, 3D DEM has unique advantages over 2D modeling, 3D FDM, and even field testing.
机译:为了研究节理对节理岩体中冲击波传播和衰减的共同影响,使用三维离散元法(3D DEM)和三维有限差分法(3D FDM)对小规模的现场爆炸试验进行了数值分析。 )。结果表明,岩石节理只是一种滤波器,仅允许低频冲击波通过。这表明当高频冲击波必须跨过特定间距的关节组时,它们对远场结构无害。结果还表明,关节组的方向可以显着影响冲击波的振幅和频率组成。此外,作为一种不连续的数值方法,3D DEM可以捕获冲击波的主要特征,最重要的是,它可以模拟岩石节的3D效果。可以得出结论,在对3D冲击波在节理岩体中的传播和衰减进行建模时,与2D建模,3D FDM甚至是现场测试相比,3D DEM具有独特的优势。

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